Application of broadband nonlinear targeted energy transfers for seismic mitigation of a shear frame: Computational results

F. Nucera, D. M. McFarland, Lawrence Bergman, Alexander F Vakakis

Research output: Contribution to journalArticle

Abstract

In this work we show that it is possible to successfully apply the concept of nonlinear targeted energy transfer (TET) to seismic protection of structures; moreover, this passive strategy of seismic vibration control is found to be feasible and robust. We consider a three-story shear-frame structure, modeled as a three-degree-of-freedom system, subjected to four historic earthquakes as seismic excitation. Seismic mitigation is achieved by applying single or multiple nonlinear energy sinks (NESs) to the test structure. We study the performance and efficiency of the NESs through a set of evaluation criteria. First we consider a single vibro-impact NES (VI NES) applied to the top floor of the structure. In order to assess the robustness of the VI NES, the NES parameters are optimized for a specific seismic excitation (Kobe), and then tested against the three other earthquake records to demonstrate effectiveness of the NES for these cases as well. To further improve the effectiveness of the seismic mitigation, we then consider a system of two NESs-an NES with smooth nonlinearity at the top floor of the test structure and a VI NES at the bottom floor. We show that it is indeed possible to drastically reduce the structural seismic response (e.g., displacements, drifts, and accelerations) using this configuration.

Original languageEnglish (US)
Pages (from-to)2973-2994
Number of pages22
JournalJournal of Sound and Vibration
Volume329
Issue number15
DOIs
StatePublished - Jul 19 2010

Fingerprint

sinks
Energy transfer
energy transfer
shear
broadband
Earthquakes
Seismic response
Vibration control
energy
earthquakes
excitation
degrees of freedom
nonlinearity
vibration
evaluation
configurations

ASJC Scopus subject areas

  • Condensed Matter Physics
  • Mechanics of Materials
  • Acoustics and Ultrasonics
  • Mechanical Engineering

Cite this

Application of broadband nonlinear targeted energy transfers for seismic mitigation of a shear frame : Computational results. / Nucera, F.; McFarland, D. M.; Bergman, Lawrence; Vakakis, Alexander F.

In: Journal of Sound and Vibration, Vol. 329, No. 15, 19.07.2010, p. 2973-2994.

Research output: Contribution to journalArticle

@article{b9e2ec160e4e4a56a9bef0db67f209f3,
title = "Application of broadband nonlinear targeted energy transfers for seismic mitigation of a shear frame: Computational results",
abstract = "In this work we show that it is possible to successfully apply the concept of nonlinear targeted energy transfer (TET) to seismic protection of structures; moreover, this passive strategy of seismic vibration control is found to be feasible and robust. We consider a three-story shear-frame structure, modeled as a three-degree-of-freedom system, subjected to four historic earthquakes as seismic excitation. Seismic mitigation is achieved by applying single or multiple nonlinear energy sinks (NESs) to the test structure. We study the performance and efficiency of the NESs through a set of evaluation criteria. First we consider a single vibro-impact NES (VI NES) applied to the top floor of the structure. In order to assess the robustness of the VI NES, the NES parameters are optimized for a specific seismic excitation (Kobe), and then tested against the three other earthquake records to demonstrate effectiveness of the NES for these cases as well. To further improve the effectiveness of the seismic mitigation, we then consider a system of two NESs-an NES with smooth nonlinearity at the top floor of the test structure and a VI NES at the bottom floor. We show that it is indeed possible to drastically reduce the structural seismic response (e.g., displacements, drifts, and accelerations) using this configuration.",
author = "F. Nucera and McFarland, {D. M.} and Lawrence Bergman and Vakakis, {Alexander F}",
year = "2010",
month = "7",
day = "19",
doi = "10.1016/j.jsv.2010.01.020",
language = "English (US)",
volume = "329",
pages = "2973--2994",
journal = "Journal of Sound and Vibration",
issn = "0022-460X",
publisher = "Academic Press Inc.",
number = "15",

}

TY - JOUR

T1 - Application of broadband nonlinear targeted energy transfers for seismic mitigation of a shear frame

T2 - Computational results

AU - Nucera, F.

AU - McFarland, D. M.

AU - Bergman, Lawrence

AU - Vakakis, Alexander F

PY - 2010/7/19

Y1 - 2010/7/19

N2 - In this work we show that it is possible to successfully apply the concept of nonlinear targeted energy transfer (TET) to seismic protection of structures; moreover, this passive strategy of seismic vibration control is found to be feasible and robust. We consider a three-story shear-frame structure, modeled as a three-degree-of-freedom system, subjected to four historic earthquakes as seismic excitation. Seismic mitigation is achieved by applying single or multiple nonlinear energy sinks (NESs) to the test structure. We study the performance and efficiency of the NESs through a set of evaluation criteria. First we consider a single vibro-impact NES (VI NES) applied to the top floor of the structure. In order to assess the robustness of the VI NES, the NES parameters are optimized for a specific seismic excitation (Kobe), and then tested against the three other earthquake records to demonstrate effectiveness of the NES for these cases as well. To further improve the effectiveness of the seismic mitigation, we then consider a system of two NESs-an NES with smooth nonlinearity at the top floor of the test structure and a VI NES at the bottom floor. We show that it is indeed possible to drastically reduce the structural seismic response (e.g., displacements, drifts, and accelerations) using this configuration.

AB - In this work we show that it is possible to successfully apply the concept of nonlinear targeted energy transfer (TET) to seismic protection of structures; moreover, this passive strategy of seismic vibration control is found to be feasible and robust. We consider a three-story shear-frame structure, modeled as a three-degree-of-freedom system, subjected to four historic earthquakes as seismic excitation. Seismic mitigation is achieved by applying single or multiple nonlinear energy sinks (NESs) to the test structure. We study the performance and efficiency of the NESs through a set of evaluation criteria. First we consider a single vibro-impact NES (VI NES) applied to the top floor of the structure. In order to assess the robustness of the VI NES, the NES parameters are optimized for a specific seismic excitation (Kobe), and then tested against the three other earthquake records to demonstrate effectiveness of the NES for these cases as well. To further improve the effectiveness of the seismic mitigation, we then consider a system of two NESs-an NES with smooth nonlinearity at the top floor of the test structure and a VI NES at the bottom floor. We show that it is indeed possible to drastically reduce the structural seismic response (e.g., displacements, drifts, and accelerations) using this configuration.

UR - http://www.scopus.com/inward/record.url?scp=77949653837&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=77949653837&partnerID=8YFLogxK

U2 - 10.1016/j.jsv.2010.01.020

DO - 10.1016/j.jsv.2010.01.020

M3 - Article

AN - SCOPUS:77949653837

VL - 329

SP - 2973

EP - 2994

JO - Journal of Sound and Vibration

JF - Journal of Sound and Vibration

SN - 0022-460X

IS - 15

ER -